KR0136166B1 - Treatment of waste water containing cyanide compound and oil - Google Patents
Treatment of waste water containing cyanide compound and oilInfo
- Publication number
- KR0136166B1 KR0136166B1 KR1019940030760A KR19940030760A KR0136166B1 KR 0136166 B1 KR0136166 B1 KR 0136166B1 KR 1019940030760 A KR1019940030760 A KR 1019940030760A KR 19940030760 A KR19940030760 A KR 19940030760A KR 0136166 B1 KR0136166 B1 KR 0136166B1
- Authority
- KR
- South Korea
- Prior art keywords
- oil
- wastewater
- cyan
- cog
- waste water
- Prior art date
Links
- 239000002351 wastewater Substances 0.000 title claims abstract description 30
- -1 cyanide compound Chemical class 0.000 title description 4
- 239000003921 oil Substances 0.000 claims abstract description 28
- 150000002505 iron Chemical class 0.000 claims abstract description 13
- 150000001875 compounds Chemical class 0.000 claims abstract description 11
- 239000000701 coagulant Substances 0.000 claims abstract description 10
- 150000002500 ions Chemical class 0.000 claims abstract description 9
- 239000000295 fuel oil Substances 0.000 claims abstract description 8
- 230000005484 gravity Effects 0.000 claims abstract description 7
- 229920000642 polymer Polymers 0.000 claims abstract description 6
- 238000000034 method Methods 0.000 claims description 18
- 150000002825 nitriles Chemical class 0.000 claims description 5
- 239000002671 adjuvant Substances 0.000 claims description 2
- BAUYGSIQEAFULO-UHFFFAOYSA-L iron(2+) sulfate (anhydrous) Chemical compound [Fe+2].[O-]S([O-])(=O)=O BAUYGSIQEAFULO-UHFFFAOYSA-L 0.000 claims description 2
- 239000007800 oxidant agent Substances 0.000 abstract description 9
- 239000002244 precipitate Substances 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 12
- XFXPMWWXUTWYJX-UHFFFAOYSA-N Cyanide Chemical compound N#[C-] XFXPMWWXUTWYJX-UHFFFAOYSA-N 0.000 description 7
- 238000006243 chemical reaction Methods 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 239000000571 coke Substances 0.000 description 5
- 238000007796 conventional method Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 229920002401 polyacrylamide Polymers 0.000 description 5
- QAOWNCQODCNURD-UHFFFAOYSA-N Sulfuric acid Chemical compound OS(O)(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-N 0.000 description 4
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 3
- 238000002474 experimental method Methods 0.000 description 3
- 239000007789 gas Substances 0.000 description 3
- 238000007254 oxidation reaction Methods 0.000 description 3
- 230000001590 oxidative effect Effects 0.000 description 3
- 238000000926 separation method Methods 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 238000004065 wastewater treatment Methods 0.000 description 3
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 2
- VEXZGXHMUGYJMC-UHFFFAOYSA-N Hydrochloric acid Chemical compound Cl VEXZGXHMUGYJMC-UHFFFAOYSA-N 0.000 description 2
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 description 2
- 238000005273 aeration Methods 0.000 description 2
- 230000000052 comparative effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 159000000014 iron salts Chemical class 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 229910019093 NaOCl Inorganic materials 0.000 description 1
- ISWSIDIOOBJBQZ-UHFFFAOYSA-N Phenol Chemical compound OC1=CC=CC=C1 ISWSIDIOOBJBQZ-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- NINIDFKCEFEMDL-UHFFFAOYSA-N Sulfur Chemical compound [S] NINIDFKCEFEMDL-UHFFFAOYSA-N 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 229910021529 ammonia Inorganic materials 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 238000004821 distillation Methods 0.000 description 1
- 244000144992 flock Species 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 239000003002 pH adjusting agent Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000009287 sand filtration Methods 0.000 description 1
- SUKJFIGYRHOWBL-UHFFFAOYSA-N sodium hypochlorite Chemical compound [Na+].Cl[O-] SUKJFIGYRHOWBL-UHFFFAOYSA-N 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 229910052717 sulfur Inorganic materials 0.000 description 1
- 239000011593 sulfur Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/76—Treatment of water, waste water, or sewage by oxidation with halogens or compounds of halogens
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/54—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
- C02F1/56—Macromolecular compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/722—Oxidation by peroxides
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/16—Nitrogen compounds, e.g. ammonia
- C02F2101/18—Cyanides
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
- Removal Of Specific Substances (AREA)
Abstract
본 발명은 폐수중에서 중력에 의해 폐수에 함유된 중질유를 제거하는 단계; 폐수를 균질화시키는 단계; 폐수의 pH를 3.5-4.5로 조절하는 단계; 철염과 산화제를 투입하여 시안이온을 산화시켜 제거하는 단계; 및 응집제와 고분자응집제를 투입하여 잔류철염, 시안화합물 및 오일성분과 반응시켜 이를 응집, 침전시켜 제거하는 단계로 구성되는 폐수중 시안화합물 및 오일성분의 동시제거방법에 관한 것이다.The present invention comprises the steps of removing the heavy oil contained in the waste water by gravity in the waste water; Homogenizing the wastewater; Adjusting the pH of the wastewater to 3.5-4.5; Adding iron salt and an oxidizing agent to oxidize and remove cyan ions; And a coagulant and a polymer coagulant, and reacting with the residual iron salt, the cyan compound and the oil component to coagulate, precipitate and remove the cyan compound and oil component in the wastewater.
Description
제 1 도는 종래방법에 의한 시안화합물 제거방법의 공정블록도1 is a process block diagram of a cyanide compound removal method according to a conventional method.
제 2 도는 본 발명에 의한 시안화합물 제거방법의 일실시예에 관한 공정개략도2 is a process schematic diagram of an embodiment of a method for removing cyanide compounds according to the present invention.
제 3 도는 본 발명의 방법에 있어서 H2O2투입량에 따른 시안제거 효과를 나타내는 그래프3 is a graph showing the cyanide removal effect according to the H 2 O 2 dose in the method of the present invention
제 4 도는 본 발명의 방법에 있어서 H2O2투입량에 따른 오일제거효과를 나타내는 그래프4 is a graph showing the oil removal effect according to the H 2 O 2 dose in the method of the present invention
제 5 도는 본 발명의 방법에 있어서 pH변화에 따른 시안제거효과를 나타내는 그래프5 is a graph showing the cyanide removal effect according to the pH change in the method of the present invention
제 6 도는 종래 폭기방법에 있어서 폴기처리시간에 따른 시안제거효과를 나타내는 그래프6 is a graph showing the cyan removal effect according to the folding processing time in the conventional aeration method
제 7 도는 종래 화학적 방법에 있어서 NaOC1투입량에 따른 시안화합물 및 오일 제거효과를 나타내는 그래프7 is a graph showing the effect of removing cyanide compounds and oils according to the NaOC1 dose in the conventional chemical method
본 발명은 시안화합물과 오일성분을 함유하는 폐수, 보다 상세하게는 코크스 오븐 가스 응축수 처리방법에 관한 것이다. 코크스 공장에서는 코크스 건류시 발생되는 코크스 오븐가스(Coke Oven Gas, 이하 단지 “COG”라 한다)를 제철소 각 공장의 열원으로 사용하기 위해 배관을 통해 이송시키나, 이송되는 도중 COG배관의 내부와 외부의 온도차에 의해 COG응축수가 발생된다. 이와같은 COG 응축수 중에는 시안화합물, 타르계오일, 암모니아, 황화합물, 페놀등의 고농도 유기물질이 다량 함유되어 후공정인 배수종말처리설비에 그대로 유입될 경우, 시안화합물 및 오일과 같은 오염물의 부하가 증대되는등 여러 가지 문제점을 야기한다. 종래에는 이와같은 COG응축수중 시안화합물 및 오일성분을 제거하기 위하여 COG응축수를 유수분리조로 보내 중력에 의해 타르등 중질유를 제거한 후 전처리단계에서 반응조에서 산화제(NaOC1)를 사용하여 시안화합물을 제거하고, 중질유 및 유리시안이 제거된 COG응축수를 배수종말처리설비로 보내 여기서 다른 폐수와 혼합하여 활성탄 흡착설비와 모래여과(sand filer)를 거쳐서 최종 처리하였다.The present invention relates to a wastewater containing cyanide compound and an oil component, and more particularly to a coke oven gas condensate treatment method. In the coke plant, the coke oven gas (coke oven gas, hereinafter referred to simply as "COG") generated by coke distillation is transferred through pipes to be used as a heat source for each steel mill, but during the transfer, the inside and outside of the COG pipe COG condensed water is generated by the temperature difference. The COG condensate contains a large amount of high-concentration organic substances such as cyanide, tar-based oil, ammonia, sulfur, and phenol. It causes several problems. Conventionally, in order to remove such cyanide compounds and oil components in COG condensed water, COG condensed water is sent to an oil-water separation tank to remove heavy oil such as tar by gravity, and then cyanide compounds are removed from the reaction tank by using an oxidizing agent (NaOC1) in the pretreatment step. The COG condensed water from which heavy oil and free cyan were removed was sent to the wastewater treatment plant where it was mixed with other wastewater for final treatment through an activated carbon adsorption plant and a sand filer.
제 1도는 이같은 종래방법을 실시할 수 있는 공정개략도로서, 저장도로부터 유수분리조로 보내진 COG응축수는 여기서 중력에 의해 중질유가 제거되고, 조정조로 유입된후 반응조에서 1차, 2차 산화반응을 거쳐 처리된 폐수는 최종 배수종말처리 설비로 이송된다. 배수종말처리 설비에서 각 단위공장에서 1차 처리된 폐수와 상기한 바와같이 처리된 COG응축수가 혼합되고 약품반응조, 모래여과 및 탄소여과(Carbon Filter)의 3단계 처리과정을 거쳐서 최종처리수는 방류된다. 그러나 이와같은 종래의 방법에 의하면 COG응축수 전처리단계에서 중력에 의해 중질유를 제거한 다음 반응조에서 산화제로 시안화합물을 전처리하고 있으나 시안화합물 및 오일성분등의 처리효율이 미흡하여 후 공정인 배수종말처리설비의 오염부하를 증가시켜 폐수처리에 큰 문제가 되어왔다. 이에 본 발명의 목적은 상기와 같은 종래의 문제점을 해결한, COG응축수 중에 함유된 시안화합물과 오일성분을 동시에 제거하는 보다 개선된 방법을 제공하는데 있다.FIG. 1 is a schematic view of the process in which the conventional method can be implemented. COG condensate sent from the reservoir to the oil / water separation tank is where heavy oil is removed by gravity, flows into the tank, and then undergoes primary and secondary oxidation reactions in the reactor. Treated wastewater is sent to a final drainage treatment plant. In the wastewater treatment plant, the wastewater treated first in each unit and the COG condensed water treated as described above are mixed, and the final treated water is discharged through three stages of chemical reaction tank, sand filtration and carbon filter. do. However, according to the conventional method, the heavy oil is removed by gravity in the COG condensate pretreatment step, and the cyanide compound is pretreated as an oxidant in the reaction tank, but the treatment efficiency of cyanide and oil components is insufficient. Increasing pollution loads has been a major problem in wastewater treatment. Accordingly, an object of the present invention is to provide a more improved method of simultaneously removing the cyan compound and oil components contained in the COG condensed water, which solves the conventional problems as described above.
본 발명에 의하면, 중력에 의해 폐수에 함유된 중질유를 제거한 다음 균질화시킨 COG 폐수중 시안 화합물 및 오일을 처리하는 방법에 있어서, 폐수의 pH를 3.5-4.5로 조절한 다음 제1철염과 H2O2를 투입하여 OH 라디칼을 생성시켜 시안 이온을 산화하는 단계; 및 시안 이온을 1차 제거한 폐수에 고분자 응집제 PAA와 응집 보조제 Ca(OH)2를 투여하여 잔류 철염 및 시안 화합물과 함께 플록을 형성함과 동시에 상기 플록에 오일 성분을 흡착시켜 시안과 오일을 동시에 제거하는 단계;를 포함한다.According to the present invention, in the method of treating heavy oil contained in the wastewater by gravity and then treating the homogenized COG wastewater with the cyan compound and oil, the pH of the wastewater is adjusted to 3.5-4.5 and then ferrous salt and H 2 O Adding 2 to generate OH radicals to oxidize cyan ions; And by administering the polymer coagulant PAA and the coagulant adjuvant Ca (OH) 2 to the wastewater from which the cyan ions were first removed, flock was formed together with the residual iron salt and the cyan compound, and at the same time, the oil component was adsorbed to the floc to remove the cyan and oil at the same time. It comprises; a.
이하, 본 발명에 대하여 상세히 설명한다.EMBODIMENT OF THE INVENTION Hereinafter, this invention is demonstrated in detail.
폐수내에 오일성분이 함유되어 있는 경우, 이를 먼저 제거하지 않고 폐수를 처리하게되면, 하수관 및 펌프에 오일성분이 침착되거나 축적되는 등의 문제가 발생한다. 이에 종래와같이 유수분리조에서 일차적으로 중력에 의해 폐수중의 중질유를 제거한후, 이를 조정조로 이송하여 폐수를 균질화시킨다. 그후, 1차반응조에서 조정조로부터 유입된 폐수의 pH를 3.5-4.5로 조절한 후, 철염과 산화제를 투입하여 시안이온을 산화시켜 제거한다. 폐수의 pH조절제로서는 염산이나 황산등 통산의 산을 사용할 수 있으나, 작업환경등을 고려하여 황산을 사용하는 것이 바람직하다. 폐수의 pH는 철염과 산화제가 반응하여 쉽게 OH라디컬리 생성되도록 하기 위하여 3.5-4.5로 조절하였다. pH를 조절하고, 철염과 산화제를 투입함으로써 다음 반응식과 같이 OH라디컬이 생성되며, 이 OH라디컬과 시안이온이 반응하여 시안 화합물이 산화제거된다. 철염으로는 FeCl2, FeSO4등과 같이 Fe2+이온으로 산화되는 1가 철염이 사용되며, FeCl2를 철염으로 사용하는 것이 바람직하다. 산화제로서는 Fe2+와의 반응을 고려하여 과산화수소(H2O2)를 사용하는 것이 좋다.When the oil component is contained in the waste water, if the waste water is treated without first removing it, problems such as deposition or accumulation of the oil component in the sewer pipe and the pump occur. Therefore, as in the prior art, the heavy oil in the wastewater is first removed by gravity from the oil-water separation tank, and then transferred to the adjustment tank to homogenize the wastewater. Then, after adjusting the pH of the wastewater introduced from the adjustment tank in the first reaction tank to 3.5-4.5, iron salt and oxidant are added to oxidize and remove the cyan ions. As the pH adjuster of waste water, acid in general, such as hydrochloric acid or sulfuric acid, may be used, but sulfuric acid is preferably used in consideration of working environment. The pH of the wastewater was adjusted to 3.5-4.5 so that iron salts and oxidants reacted to produce OH radicals easily. By adjusting the pH and adding iron salt and oxidizing agent, OH radicals are generated as shown in the following reaction formula, and the OH radicals and cyan ions react to oxidize and remove the cyan compound. As the iron salt, a monovalent iron salt oxidized to Fe 2+ ions such as FeCl 2 or FeSO 4 is used, and FeCl 2 is preferably used as the iron salt. As the oxidizing agent, hydrogen peroxide (H 2 O 2 ) is preferably used in consideration of the reaction with Fe 2+ .
FeCl2와 같은 철염의 사용량은 폐수의 성분 및 농도에 따라 다르지만, 본 발명에서는 FeCl2를 400-600㎎/ℓ 사용하였다. 산화제는 Fe2+와의 당량비를 고려하여, Fe2+와 반응하여 OH라디칼을 형성하기에 충분한 양으로 사용되나, H2O2의 경우는 300-600㎎/ℓ량으로 사용하는 것이 바람직하다. 이온은 하기 반응식과 같이 생성된 OH-라디컬과 반응하여 산화제거된다.The amount of iron salt such as FeCl 2 varies depending on the composition and concentration of the wastewater, but in the present invention, 400-600 mg / L of FeCl 2 was used. The oxidant in consideration of the equivalent ratio between Fe 2+, to react with Fe 2+ but used in an amount sufficient to form an OH radical, it is preferably used in an amount 300-600㎎ / ℓ for H2O2. Ions are oxidized and removed by reaction with OH-radical produced as in the following scheme.
Fe2++ H2O2→ Fe3++ OH-+ OH Fe 2+ + H 2 O 2 → Fe 3+ + OH - + OH
CN-+ 2OH-→ CNO-+ H2O + 2e- CN - + 2OH - → CNO - + H 2 O + 2e-
2CNO-+ 4OH- → 2CO2+ N2+ 2H2O + 6e- 2CNO - + 4OH- → 2CO 2 + N 2 + 2H 2 O + 6e-
CNO-+ 2H2O → NH4+ + Co3 2- CNO - + 2H 2 O → NH 4 + + Co 3 2-
그후, 고분자 응집제 및 응집 보조제를 투입함으로써 이들과 잔류 철염 및 시안 화합물이 반응하여 플록이 형성도며, 플록은 서로간에 가교 흡착되어 보다 큰 플록으로 성장되어 쉽게 침전, 분리된다. 또한 상기 플록에 잔류 오일이 흡착되어 제거된다. 상기 응집 보조제로서는 Ca(OH)2를 그리고 고분자 응집제로서는 폴리아크릴아미드(PAA)를 사용하였으며, 상기 응집 보조제 및 고분자 응집제의 사용량 또한 폐수의 성분 및 농도에 따라 조절된다.Thereafter, by adding a polymer flocculant and a coagulant aid, these and the remaining iron salts and cyan compounds react to form flocs. The flocs are crosslinked and adsorbed to each other to grow into larger flocs, which are easily precipitated and separated. Residual oil is also adsorbed and removed from the floc. Ca (OH) 2 was used as the coagulant aid and polyacrylamide (PAA) was used as the polymer coagulant. The amount of the coagulant aid and the polymer coagulant is also adjusted according to the composition and concentration of the wastewater.
이하, 본 발명의 실시예에 대하여 상세히 설명한다.Hereinafter, embodiments of the present invention will be described in detail.
[실시예1]Example 1
제2도에 표시된 바와같이 1차반응조에 시안농도 20-70㎎/ℓ, 오일농도 700-800㎎/ℓ인 COG응축수를 넣고 H2SO4를 투입하여 pH를 약 4로 조절하고, 철염(FeCl2)400-600㎎/ℓ와 H2O2300-600㎎/ℓ를 투입하여 1시간동안 산화반응시킨후, 2차 반응조에서 Ca(OH)2와 PAA를 투입하여 5분이상 응집처리를 하여 시안화합물 및 오일성분 제거실험을 행하였으며, 그 시험결과를 하기표 1에 나타냈다. 하기표 1에서 나타낸 바와같이, 철염, H2O2, Ca(OH)2, PAA를 투입함으로써, 시안 및 오일성분의 제거율이 각각 96%, 99%로 매우 우수하였다.As shown in FIG. 2, COG condensed water having a cyan concentration of 20-70 mg / l and an oil concentration of 700-800 mg / l was added to the first reactor, H 2 SO 4 was added thereto to adjust the pH to about 4, and iron salt ( FeCl 2 ) 400-600mg / l and H 2 O 2 300-600mg / l was added for oxidation for 1 hour, and then Ca (OH) 2 and PAA were added to the secondary reactor for coagulation for at least 5 minutes. The cyan compound and oil component removal experiments were carried out, and the test results are shown in Table 1 below. As shown in Table 1 below, by adding iron salt, H 2 O 2 , Ca (OH) 2 , PAA, the removal rate of cyan and oil components was very excellent, 96% and 99%, respectively.
[표 1]TABLE 1
[실시예2]Example 2
실시예1에서와 같은 시안화합물과 오일성분을 함유한 폐수에 대하여 1차 산화반응단계에서 pH에 변화에 따른 시안제거 실험을 행하였으며 그 결과를 하기표 2에 나타내었다.Wastewater containing cyan compounds and oil components as in Example 1 was subjected to cyanide removal experiments according to the pH change in the first oxidation reaction step, and the results are shown in Table 2 below.
[표 2]TABLE 2
상기, 표 2에서 알수 있듯이, pH4 근처에서 시안제거율이 95%로 가장 높았다.As can be seen from Table 2, the cyan removal rate was the highest at 95% near pH4.
[비교예 1]Comparative Example 1
실시예에서와 같은 COG응축수를 제 1도와 같은 종래의 방법으로 처리하였으며 그 결과를 하기표 3에 나타내었다. 결과에서 알 수 있듯이 시안농도가 초기 67㎎/ℓ인 COG응축수를 72시간 폭기처리를 한후에도 30㎎/ℓ로 나타나 제거효율이 55%로 그다지 높지 않음을 알수 있었다.The same COG condensate as in Example was treated by the conventional method as shown in FIG. 1 and the results are shown in Table 3 below. As can be seen from the results, even after 72 hours of aeration of the COG condensate with the initial concentration of 67 mg / l, the cyan concentration was 30 mg / l, indicating that the removal efficiency was not as high as 55%.
[표 3]TABLE 3
[비교예 2]Comparative Example 2
실시예에서와 같은 COG 응축수를 산화제인 NaOCl에 의해 시안 및 오일제거 실험을 수행한후, 그 결과를 하기표 4에 나타내었다. 결과에서 알수 있듯이 시안농도 67㎎/ℓ 오일농도 800㎎/ℓ인 COG응축수를 화학적처리를 한 후에도 시안농도 17㎎/ℓ 오일농도 64㎎/ℓ로 처리효율이 미흡함을 알수 있었다.After performing the cyanide and oil removal experiments with the COG condensed water as in the Example with the oxidizing agent NaOCl, the results are shown in Table 4 below. As can be seen from the results, even after chemical treatment of COG condensate with cyan concentration 67 mg / ℓ oil concentration 800 mg / ℓ, the cyan concentration 17 mg / ℓ oil concentration was 64 mg / ℓ.
[표 4]TABLE 4
상기 결과로부터 알 수 있듯이, 본 발명의 방법으로 폐수를 처리함으로써 종래 방법에 비해 시안과 오일을 동시 제거하는 효율이 개선되었다.As can be seen from the above results, the efficiency of simultaneously removing cyanide and oil is improved by treating wastewater with the method of the present invention as compared to the conventional method.
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Cited By (8)
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KR101050738B1 (en) * | 2004-09-02 | 2011-07-20 | 재단법인 포항산업과학연구원 | Wastewater treatment method for coke production |
CN103395910A (en) * | 2013-07-26 | 2013-11-20 | 北京赛科康仑环保科技有限公司 | Vacuum potassium carbonate desulfurization liquid waste treatment technology and device |
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1994
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Cited By (8)
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KR101050738B1 (en) * | 2004-09-02 | 2011-07-20 | 재단법인 포항산업과학연구원 | Wastewater treatment method for coke production |
KR101420656B1 (en) * | 2007-12-21 | 2014-07-21 | 재단법인 포항산업과학연구원 | Method of treating wastewater containing cyanide |
CN104071884A (en) * | 2013-03-29 | 2014-10-01 | 上海宝钢化工有限公司 | Vacuum potassium carbonate desulfurizing solution post processing method |
CN103395910A (en) * | 2013-07-26 | 2013-11-20 | 北京赛科康仑环保科技有限公司 | Vacuum potassium carbonate desulfurization liquid waste treatment technology and device |
CN103693821A (en) * | 2014-01-03 | 2014-04-02 | 上海理工大学 | Pretreatment method of coking wastewater |
CN104261615A (en) * | 2014-09-12 | 2015-01-07 | 柳州钢铁股份有限公司 | Treatment method for desorption liquid by process of deeply treating coking wastewater to adsorb resin |
CN105712539A (en) * | 2016-04-11 | 2016-06-29 | 浙江碧源环保科技有限公司 | Deep treatment system and process for coked phenol and cyanide wastewater |
KR20230065575A (en) | 2021-11-05 | 2023-05-12 | 신태욱 | Treating method for exhaust gas and waste water containing hydrogen cyanide |
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